Numerical and test study on vertical vibration characteristics of pile group in slope soil topography

Topography effects on the vertical vibration responses of pile group are revealed though numerical analysis and model tests.First,a series of model tests with different topography of ground and bedrock are conducted.The results indicate that displacement amplitude of the pile head in sloping ground topography is larger than in horizontal ground.Differential displacement at various positions of the pile cap is observed in non-horizontal topography.Afterwards,a numerical algorithm is employed to further explore the essential response characteristics in group piles of different topography configurations,which has been verified by the test results.The lengths of the exposed and frictional segment,together with the thickness of the subsoil layer,are the dominant factors which cause non-axisymmetric vibration at the pile cap.     

武汉市军运会期间空气质量特征及气象条件分析

利用2019年10月1—30日湖北省及邻近地区的空气质量、气象要素监测数据和再分析资料,分析了第七届世界军人运动会(以下简称军运会)期间和前后时段空气质量变化特征及气象条件的影响.军运会管控期Ⅱ(17—28日)与过去五年(2014—2018年)同期相比颗粒物浓度下降最明显,与长沙等其他城市相比也是最低,相近时间段或相似...     

The Influence of Guiding Field on Low-frequency Electromagnetic Instabilities in Collisionless Current Sheets

This work investigates the effect of guiding field on low-frequency electromagnetic instabilities in collisionless current sheets using the dispersion relation obtained in the collisionless and compressible magnetohydrodynamic model. The results in the following three cases show that the guiding field can strongly affect the 3-dimensional propagating disturbed waves. (1) On the middle plane of the current sheet (z = 0), if there is no guiding field, then no instability is observed. But if there a guiding field, then instability can take place. (2) Near the middle plane of the current sheet (z = 0.2), the current sheet becomes unstable. With increasing the intensity of the guiding field, the instability grows obviously. The wave mode may be whistler or low-hybrid wave. (3) Near the edge of the current sheet (z = 0.8), the guiding field exhibits no evident effect and the unstable wave mode is a quasi-parallel whistler wave.     

塔西北下寒武统风暴活动特征及其沉积学响应

在塔西北阿克苏露头区发育多套类型不同的下寒武统肖尔布拉克组风暴岩,它们宏观上与微生物丘混生或共生,微观上可见不同类型的微生物结构,但与此相关的研究甚少。以露头观察和室内鉴定为基础,在苏盖特布拉克地区和昆盖阔坦地区划分出4类8种各具特色的微生物丘—风暴岩沉积序列,并归纳总结了塔西北地区下寒武统肖尔布拉克组风暴沉积模式,认为其发育位置和沉积特征主要受控于“三面”,包括平均海平面(MSL)、正常浪基面(FWB)和风暴浪基面(SWB);“四期”,包括平静期、高峰期、衰减期与停息期;“五流态”,包括风暴涡流、风暴下部回流(包括风暴碎屑流和风暴浊流)沉积与风暴上部回流(包括风暴漫流和风暴潮流)。另外古风暴中心的发育位置也可影响风暴沉积特征。最后在前人研究的基础上,对“贫乏骨骼的风暴海”的形成条件进行探讨。     

川西新场气田沙溪庙组浅水三角洲砂体类型与展布特征

砂体类型与分布特征的差异性造就了油气储层发育的非均质性,通过岩心垂向序列特征明确了沙溪庙组砂体成因类型,并综合测井、地震资料刻画了不同类型砂体的空间分布。沙溪庙组浅水三角洲平原发育垂积型主河道、侧积/填积型次河道砂体以及溢岸砂体,前缘发育侧积型近端水下分流河道、填积型远端水下分流河道、进积型河口坝砂体以及席状砂体;平原主河道砂体厚度多大于10 m,宽600~1 800 m,通过同位垂向切叠与侧向等高程切叠而形成毯状连片砂体,次河道砂体多位于主河道侧缘,厚度平均7.5 m,物性较差,并常被主河道切割而零星分布;内前缘近端水下分流河道砂体厚4~8 m,宽500~1 200 m,多错位切叠或拼接接触,呈带状;远端水下分流河道发育于三角洲外前缘,单砂体厚2.5~6 m,宽200~700 m,平面呈鞋带状,砂体孤立;前缘河口坝砂体分布较少,垂向上常被河道切叠;平原相带两类河道砂体的物性差异造成了储层内部的非均质性,而三角洲前缘储层的非均质性更多在于不同类型砂体的迷宫状展布上。     

Rock Mass Characteristics in Beishan, A Preselected Area for China’s High-Level Radioactive Waste Disposal

Geological and hydrological characteristics, joint geometric features, rock physical and mechanical properties and rock mass quality are studied in the Beishan area, preselected for China’s high-level radioactive waste (HLW) disposal engineering. A comprehensive survey method is developed to study joint geometric features in the outcrop and samples from borehole BS06 into the Xinchang rock mass were tested. The optimal joint sets are determined by rose diagrams and equal-area lower hemisphere plots of joint poles. Results show that: 1) the distribution of joint occurrence obeys a normal distribution, while the distribution of joint spacing obeys a negative exponential distribution; 2) concentric circular and tangent circular sampling windows are applied to study the trace length and the trace midpoint density. Results indicate that tangent circular sampling window is more stable and reasonable; 3) Beishan granite shows high density, low porosity and high strength based on many laboratory tests and the physical properties and mechanical properties are closely related; and 4) a synthesis index, Joint Structure Rating (JSR), is applied to evaluate the quality of rock mass. Through the research results of rock mass characteristics, the Xinchang rock mass in the Beishan preselected area has the favorable conditions for China’s HLW disposal repository site.     

Noah-MP模型中积雪模拟对参数化方案的敏感性评估

针对Noah-MP模型多参数化方案、模拟结果不确定性范围难以确定的特点,选取北疆地区具有代表性的阿勒泰站气象资料作为模型驱动数据,探讨了积雪对多参数化方案的敏感性。在不考虑模型参数和驱动数据不确定性的条件下,设计了集合数为13824的多参数化方案集合模拟试验。选用Natural selection方法对物理过程的敏感性进行分析,并在敏感性分析结果的基础上进一步讨论了模拟结果的不确定性。结果表明:积雪对地表热交换、雨雪分离、土壤温度底层边界条件和第一层积雪或土壤时间方案4个物理过程敏感;在不考虑驱动数据和模型参数不确定性的条件下,多参数化方案集合模拟试验中的不确定性主要来源于敏感物理过程。去除敏感物理过程中能够明显降低模拟性能的参数化方案后,集合模拟结果的不确定性大幅减小。最后,根据分析结果构建了该站雪深和雪水当量模拟的最优参数化方案组合。     

安徽金寨银水寺铅锌矿床流体包裹体和同位素地球化学特征

银水寺铅锌矿床位于大别造山带北缘,是该区最大的矽卡岩型矿床。矿体主要发育在中元古界庐镇关岩群仙人冲组大理岩与郑堂子组千枚岩之间的层间破碎带以及正长花岗斑岩与大理岩的接触带中。矿床先后经历了四个成矿阶段,矽卡岩阶段(Ⅰ)、石英.白钨矿阶段(Ⅱ)、石英.硫化物阶段(Ⅲ)、碳酸盐阶段(Ⅳ)。矽卡岩阶段(Ⅰ)主要发育绿帘石、阳起石、石英、绿泥石、磁铁矿及少量金属硫化物等;石英.白钨矿阶段(Ⅱ)主要发育石英、方解石、萤石及少量白钨矿和金属硫化物;石英.硫化物阶段(Ⅲ)广泛发育闪锌矿、方铅矿、黄铜矿等金属硫化物及石英、方解石、萤石、绿泥石等;碳酸盐阶段(Ⅳ)主要发育方解石、石英及少量黄铁矿。矿床中发育三种类型流体包裹体,包括富CO2水溶液包裹体(AC类)、气液两相水溶液包裹体(L类)和含子晶多相包裹体(S型)。根据流体包裹体岩相学、显微测温、激光拉曼研究结果,矽卡岩阶段主要有富CO2包裹体和气液两相水溶液包裹体,均一温度为314~400℃、盐度变化范围较大(1.1%~19.3%NaCleqv);石英.白钨矿阶段发育气液两相水溶液包裹体、含子晶多相包裹体和富CO2包裹体,后两者均一温度相近(263~349℃)、盐度差异较大(32.8%~41%NaCleqv和0.8%~6.1%NaCleqv),表明流体发生了沸腾作用;石英.硫化物阶段主要发育气液两相水溶液包裹体,均一温度为230~332℃,盐度为0.2%~8.9%NaCleqv;碳酸盐阶段只发育气液两相水溶液包裹体,显示低温(162~245℃)、低盐度(0.2%~5.6%NaCleqv)的特征。矿床不同成矿阶段石英、绿帘石中流体包裹体中水H-O同位素研究结果表明,δ18Ofluid值从早到晚逐渐减小,其中矽卡岩阶段为–1.3‰~4.7‰、石英.硫化物阶段为–5.1‰~–3.1‰,表明银水寺矿床早期成矿流体主要为岩浆来源,并在成矿过程中不断有大气降水的加入。石英流体包裹体中CO2的C同位素测试结果表明,矽卡岩阶段δ13CV-PDB值为–9.2‰,石英.硫化物阶段为–25.8‰~–15.4‰,表明早期成矿流体中碳质主要来自岩浆,石英-硫化物阶段有大量有机碳加入,其可能与流体和富含有机质的地层反应有关。矿石中主要金属硫化物的δ34S值(1.7‰~4.4‰)显示了深源硫的特征。Pb同位素变化范围集中(206Pb/204Pb=16.55~16.705,207Pb/204Pb=15.369~15.459,208Pb/204Pb=37.463~37.767),显示壳幔混源的特点。随着成矿作用的进行,岩浆流体与碳酸盐围岩地层发生水岩交代反应形成矽卡岩,该过程造成了成矿矽卡岩阶段磁铁矿和少量闪锌矿的沉淀;断裂活动造成热液体系压力下降,流体发生沸腾,CO2、HF进入气相并逃逸促使矿床中钨的沉淀;同时大气降水沿裂隙灌入,混合作用导致流体的温度、盐度降低,Cl–浓度下降,造成矿床中铅锌的大面积沉淀。     

奥陶系岩溶古地貌恢复及对气藏分布的控制作用——以鄂尔多斯盆地苏里格东区41-33区块为例

苏东41-33区块位于鄂尔多斯盆地中央古隆起的北部南缘,长期沉积间断的风化壳不整合面形成复杂的岩溶古地貌,属苏里格气田东部奥陶系碳酸盐岩气藏的重要勘探区。研究基于钻井、测井、地震及生产动态资料分析,综合运用地球物理法、残厚法和印模法,优选本溪组顶9号煤层和马家沟组马五5灰岩为标志层,深入探讨古地貌单元的恢复依据和划分标准,精细恢复岩溶古地貌形态,并明确岩溶古地貌特征及其对气藏分布的影响。研究表明:苏东41-33区块整体处于二级地貌单元岩溶斜坡之上,奥陶系古风化壳上下地层厚度可划分出上薄下薄、上薄下厚、上厚下薄等5种组合类型,细分古坡地、残丘和沟槽3个三级地貌单元;古地貌总体趋势走向为北高南低,出露层位展布由马五4过渡到马五1。中南部发育连片残丘,北部见小型零星残丘,恢复厚度低于15m,残留厚度超过85m;北部发育2条侵蚀沟槽带,充填厚度大于20m,残留厚度小于45m;古坡地分布范围广泛,周围被古残丘与沟槽所分割,残留厚度介于45m^85m之间,恢复厚度大于10m。古地貌类型对风化壳气藏分布具有明显的控制作用,岩溶残丘及残丘边缘带的古坡地储层叠合厚度增大,溶蚀孔洞充填程度低,主力含气层保存完整且连通性较好,是寻找高产井的目标区,而岩溶古沟槽相对不利于天然气富集,所钻遇气井多为低产或无产能。